Results 1 to 10 of about 3,777 (259)

Non-linear Behaviour of Infilled RC Frame

IOP Conference Series: Materials Science and Engineering, 2020
Abstract The reinforced concrete (RC) infilled frame is very common in exercise. In general, only infill weight is considered in the design of the RC infilled frame, and the strength of masonry is ignored. However, the prominence of masonry infill on the seismic behaviour is highlighted during past earthquakes.
Nikhil P. Zade, Shivprasad A Koparde, Pradip Sarkar, Robin Davis   +3 more
openalex   +2 more sources

Design Aspect of including Infill Wall in RC Frame Design*

Civil Engineering Dimension, 2014
This study compares analysis and design of a four story reinforced concrete (RC) frame structure with infill wall at upper levels and open at basement level.
Sukrawa, M.
doaj   +2 more sources

Studies on the lateral load response of infilled RC frame by using ATENA 2D [PDF]

E3S Web of Conferences
The behaviour RC frame subjected to lateral load is greatly influence by the presence of Masonry infill(MI) with surrounding frame. In this research the structural behaviour of bare frame(BF), Infilled frame(IF), Infilled frame with Haunch at corners and
D Santhosh, Kambali Mahesh C, M L Harish
doaj   +2 more sources

Seismic Protection of RC Buildings by Polymeric Infill Wall-Frame Interface. [PDF]

Polymers (Basel), 2021
Akyildiz AT, Kowalska-Koczwara A, Hojdys Ł.   +2 more
europepmc   +3 more sources

Study on Seismic Performance of RC Frame Structures Considering the Effect of Infilled Walls

Buildings
This paper studies the impact of half-height infilled walls on the failure modes of frame columns through quasi-static tests of both frame models and half-height infilled wall frame models.
Xuetan Zhang, Yang Zhou, Xiangyu Liu, Yaoyu Zheng, Zhengxin Qi   +4 more
doaj   +3 more sources

Flexible joints for seismic-resilient design of masonry-infilled RC frames [PDF]

Scientific Data
Masonry infills are among the most seismically vulnerable components in reinforced concrete frame structures. One promising mitigation strategy involves the use of rubber joints, which has shown potential in prior studies.
Filip Manojlovski, Enrico Tubaldi, Vlatko Sheshov, Zoran Rakicevic, Aleksandra Bogdanovic, Julijana Bojadjieva, Antonio Shoklarovski, Angela Poposka, Dejan Ivanovski, Toni Kitanovski, Igor Markovski, Dejan Filipovski, Nikola Naumovski, Francesca Turchetti, Marko Marinković, Matija Bošković, Christoph Butenweg, Matija Gams, Nemanja Krtinić, Fabio Freddi, Ludovica Pieroni, Daniele Losanno, Fulvio Parisi, Prateek Dhir, Bartolomeo Pantó, Hamid Ahmadi, Jaymini Patel, Maximilian Schroeder, Udo Joachim Meyer, Britta Rosen, Alessandro Lotti   +30 more
doaj   +2 more sources

Modeling techniques for RC-frame systems with infills

, 2010
There are many different approaches to simulate the mechanical behavior of RC−Frames with masonry infills. In this paper, selected modeling techniques for masonry infills and reinforced concrete frame members will be discussed − stressing the attention on the damaging effects of the individual members and the entire system under quasi−static horizontal
Mathias Leipold, Jochen Schwarz
openalex   +3 more sources

The FP4026 Research Database on the fundamental period of RC infilled frame structures. [PDF]

Data Brief, 2016
Asteris PG.
europepmc   +2 more sources

Seismic performance of masonry-infilled RC frames [PDF]

Urbanism. Arhitectura. Constructii, 2016
The masonry infill of RC frames structures is generally considered as non-structural. The design of the concrete frames is often made by ignoring the influence of the masonry infill, which is only accounted for its mass.
Mircea Bârnaure, Ana-Maria Ghiţă, Daniel Nicolae Stoica   +2 more
doaj   +1 more source

The Effects of Infilled Walls on Seismic Performance of RC Frame Structures with Eccentrically Placed Open Corridor [PDF]

Sustainability, 2022
Bo Wang, Xun Guo, Yue Xuan, Xiaoqing Fan, Bo Chen   +4 more
exaly   +2 more sources